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f� <br /> Moisture <br /> Ory Density Content I blow/ Sample Z�—3 <br /> Ib/ft3 % FL No. USCS DESCRIPTION <br /> ML Brown Fine Sandy Silt. <br /> SM Tan Silty Fine Sand. <br /> i IML Tan-Grey Fine Sandy Silt. <br /> i <br /> 3 IML Red-Brown Very Fine Sandy Silt. <br /> ( ' SM Light-Brown Very Silty Fine Sand. <br /> 6 II <br /> I1 Light-Brown Very Snady Silt. <br /> 9 li <br /> I TEST PIT TERMINATED AT 9-FOOT DEPTi. <br /> l i <br /> NOTES: <br /> 1. Test,..Pit excavated on 3-6-85 . <br /> 2 . No free groundwater encountere !. <br /> c j i 3. No caving noted. <br /> = I <br /> I Ii <br /> i <br /> P-4 <br /> ML Brown Fine Sandy Silt. <br /> / I <br /> CL Tan-Grey Fine Sandy clay. <br /> 3 <br /> SM Light-Brown Very Silty Fine Medium <br /> Sand. (Very Cemented) <br /> t. <br /> 6 TEST PIT TERMINATED AT 7�-FOOT DE H. <br /> NOTES <br /> 1. Test Pit excavated on 3-6-85 . <br /> 2. No free groundwater encounter <br /> 3 . No caving noted. <br /> 9 <br /> � I <br /> LOG OF BORING NO. 3 & 4 PLATE <br /> J.H. KLEINFELDER & ASSOCIATESk4 <br /> GEOTECHNICAL CONSULTANTS • MATERIALS TESTING <br /> PROJECT NO- <br /> S-10 8-21 <br />